Laserfiche WebLink
Place centerline Steel Post 3" from end <br />of wingwall. See Steel Post Footing <br />Detail this sheet. <br />Exist. WW & remain in place. <br />Sacked concrete slope <br />protection. <br />31'-3" M.B.G.R. (Bridge) --fir-- 62'-6" M.G.G.R.—�/I--r► <br />3" <br />SACKED CONCRETE SLOPE PROTECTION <br />67 <br />I � � <br />N TOP <br />rn <br />D <br />M 1 �8" I 3 <br />v iv 1 �$" <br />M 6" <br />n FRONT BACK <br />d <br />6"x 6% 1'-2" (0.1875 THICK) <br />;u TUBULAR STEEL BLOCK <br />COUNTY <br />Drawn B <br />Z/,-711- 9 <br />OF SAN JOAQUIN <br />Date I Protect Engineer Date I Checked <br />0 <br />I <br />d - <br />6"x3"x1'-2" (0.1875" Thick) <br />Tubular Steel Block. See Detail this sheet. <br />W6x1-5x 5'-0" <br />Steel <br />Ground Line Post. See SP A77C. <br />I I <br />I I <br />I I <br />I I 6x6–W2.9xW2.9 <br />I I Welded Wire Fabric Hoop. <br />I I <br />4" <br />/ / / 24" Dia. PCC Ftg. <br />STEEL POST FOOTING <br />NOTE: <br />1 Layer = 1 Course <br />Top wingwall ftg <br />SECTION A -A VICTORY RD. <br />(1.2 Mile N/O Rossier Rd.) <br />NO SCALE CONSTRUCTION DETAILS MINOR STRUCTURE IMPROVEMENTS 1993 Sheet <br />BR.29C-356 4 <br />Date Submitted Date Approvl Recommended �Date <br />L <br />